MATHEMATICAL PROGRAMMING METHOD FOR THE INELASTIC ANALYSIS OF REINFORCED CONCRETE FRAMES.

Ikuyo Kaneko

Research output: Contribution to journalArticle

11 Citations (Scopus)

Abstract

A mathematical programming method is presented for solving problems of (i) determining the moments and rotations and (ii) determining the safety factor of reinforced concrete frames. The proposed method is essentially a reformulation of those developed by O. De Donato and G. Maier. However, the reformulation results in a new mathematical programming model for which an efficient algorithm is developed. The advantage of the proposed method is mainly computational; in fact it requires roughly one half computer time and storage space as compared with those De Donato and Maier employ to solve the same problem.

Original languageEnglish
Pages (from-to)1137-1154
Number of pages18
JournalInternational Journal for Numerical Methods in Engineering
Volume11
Issue number7
Publication statusPublished - 1977
Externally publishedYes

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ASJC Scopus subject areas

  • Engineering (miscellaneous)
  • Computational Mechanics
  • Applied Mathematics

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